SP-117: Long-Term Serviceability of Concrete Structures

SP-117: Long-Term Serviceability of Concrete Structures

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PURCHASE INDIVIDUAL PAPERS

Editor: Anis Farah

Description

If you are a structural engineer or a contractor, this important new volume will enhance your understanding of the most up-to-date data and techniques for assessing the long-term serviceability of new and existing concrete structures.

 

Document Details

Publication Year: 2002

Pages: 284.00

ISBN: 9780870316159

Categories: Durability

Formats: PDF

Table of Contents

-Reinforced Concrete Cylindrical Storage Structures for

Aqueous Materials in Cold Climates, by T. I. Campbell,

J. C. Jofriet, and W. M. Slater

-Prediction of Temperature Induced Crack Patterns in

Cylindrical Concrete Structures, by K. van Breugel and

C. van der Veen

-Seismic Design of Concrete Structures based on

Serviceability after Earthquakes, by S. Ikeda, by S. Ikeda

-Influence of Column Shortening in Reinforced Concrete

and Composite High-Rise Structures, by M. M. Elnimeiri

and M. R. Joglekar

-In Situ Performance of Reinforced Concrete Columns, by

P. Arumugasaamy and R. N. Swamy

-Time-Dependent Behavior of Reinforced Concrete Columns,

by R. M. Samra and W. L. Gamble

-The Rehabilitation of Eisenhower Lock, by V. Novokshchenov

-"Maintenance-Free" Bridge Deck, by S. B. Quinn

-Effects of Support Settlement in Concrete Members,

by M. K. Tadros, A. Yousef, and Y. S. Joo

-Shrinkage Problems in Reinforced Concrete Structures,

by U. Ersoy and T. Tankut

-A Simple Design Aid for Predicting Shrinkage and Creep

Strains in Buildings and Bridges, by P. Arumugasaamy and

R. N. Swamy

-Creep and Shrinkage of Structural Concrete Sections,

by M. R. Resheidat

-Long Term Durability Considerations for Nuclear Power Plant

Structures, by C. J. Hookham and T. L. Bailey

ERRATA INFO

Any applicable errata are included with individual documents at the time of purchase. Errata are not included for collections or sets of documents such as the ACI Collection. For a listing of and access to all product errata, visit the Errata page.

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